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Experimental investigation on the flow induced vibration of an equilateral triangle prism in water
Highlights FIV experiments for a triangle prism are performed in a water channel. An amplitude variation coefficient is proposed to describe FIV stationarity. The prism goes into the transition branch from VIV to galloping when 7.8<Ur <10.4. The prism can extract hydraulic energy in an infinite range of flow velocities.
Abstract A series of flow induced vibration (FIV) experiments for an equilateral triangle prism elastically mounted in a water channel are performed with different system stiffness at constant damping and mass. An amplitude variation coefficient is proposed to describe FIV stationarity in the present study. The FIV of the prism can be divided into three primary regions based on the amplitude and frequency responses, which are the vortex induced vibration (VIV) branch, the transition branch from VIV to galloping, and the galloping branch. The transition branch occurs at the reduced velocity in the range of 7.8< Ur = U/(fn,air·D)<10.4, accompanied with a relatively rapid increase in amplitude and a precipitous drop in frequency and vibration stationarity. In addition, the reduced velocity where the transition region is initiated is independent of the system stiffness. The maximum amplitude reaches 3.17 D in the galloping branch. The ratio of the response frequency to the natural frequency of the prism in air remains locked to approximately 0.65 throughout the fully developed galloping branch. Large amplitude responses in an infinite range of flow velocities, excellent vibration stationarity and steady vibration frequencies, which are characteristics of the galloping of the prism, have a positive impact on improving energy conversion.
Experimental investigation on the flow induced vibration of an equilateral triangle prism in water
Highlights FIV experiments for a triangle prism are performed in a water channel. An amplitude variation coefficient is proposed to describe FIV stationarity. The prism goes into the transition branch from VIV to galloping when 7.8<Ur <10.4. The prism can extract hydraulic energy in an infinite range of flow velocities.
Abstract A series of flow induced vibration (FIV) experiments for an equilateral triangle prism elastically mounted in a water channel are performed with different system stiffness at constant damping and mass. An amplitude variation coefficient is proposed to describe FIV stationarity in the present study. The FIV of the prism can be divided into three primary regions based on the amplitude and frequency responses, which are the vortex induced vibration (VIV) branch, the transition branch from VIV to galloping, and the galloping branch. The transition branch occurs at the reduced velocity in the range of 7.8< Ur = U/(fn,air·D)<10.4, accompanied with a relatively rapid increase in amplitude and a precipitous drop in frequency and vibration stationarity. In addition, the reduced velocity where the transition region is initiated is independent of the system stiffness. The maximum amplitude reaches 3.17 D in the galloping branch. The ratio of the response frequency to the natural frequency of the prism in air remains locked to approximately 0.65 throughout the fully developed galloping branch. Large amplitude responses in an infinite range of flow velocities, excellent vibration stationarity and steady vibration frequencies, which are characteristics of the galloping of the prism, have a positive impact on improving energy conversion.
Experimental investigation on the flow induced vibration of an equilateral triangle prism in water
Zhang, Jun (author) / Xu, Guobin (author) / Liu, Fang (author) / Lian, Jijian (author) / Yan, Xiang (author)
Applied Ocean Research ; 61 ; 92-100
2016-08-12
9 pages
Article (Journal)
Electronic Resource
English
Experimental investigation on the flow induced vibration of an equilateral triangle prism in water
| Online Contents | 2016
Vortex Induced Vibration Analysis of a Triangle Prism at Different Velocities
| Springer Verlag | 2022